CN101033629A - Crack resistant steel concrete wall - Google Patents
Crack resistant steel concrete wall Download PDFInfo
- Publication number
- CN101033629A CN101033629A CN 200610031325 CN200610031325A CN101033629A CN 101033629 A CN101033629 A CN 101033629A CN 200610031325 CN200610031325 CN 200610031325 CN 200610031325 A CN200610031325 A CN 200610031325A CN 101033629 A CN101033629 A CN 101033629A
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- China
- Prior art keywords
- thin plate
- wall
- adjacent
- steel concrete
- resistant steel
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000004567 concrete Substances 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 title claims description 15
- 239000010959 steel Substances 0.000 title claims description 15
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 13
- 230000003044 adaptive effect Effects 0.000 abstract 1
- 238000005336 cracking Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 3
- 230000035882 stress Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009429 distress Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a reinforced concrete anti-crack wall, which contains wall, prestressed reinforced concrete sheet setting on one or two sides of the wall and reinforced concrete cast between the sheets. The two ends of two adjacent sheets appear non-vertical plane and adaptive mutually, which make their junctions appear nonlinear joint. Wall concrete at the two ends of sheet will not appear local fissure, which improves crack resistance and anti-seep of wall.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of crack resistant steel concrete wall.
Background technology:
House subterranean layer exterior wall adopts reinforced concrete structure mostly at present, because concrete tensile strength is low, under load action and temperature shrinkage stress effect, concrete easily produces temperature contraction distortion, wall crazing, influence the normal use and the leakage performance in house, a kind of crack resistant steel concrete wall (number of patent application: 200520051374.2) patent, in the body of wall one or both sides prestressed reinforced concrete thin plate is set, build steel concrete between the biside plate, be subjected to load action and temperature shrinkage stress is done the time spent, prestressed reinforced concrete thin plate and cast-in-placely build the effect that concrete is resisted stress jointly, the prestressed reinforced concrete thin plate has higher anti-crack ability, can effectively reduce the width of distress in concrete and the spacing in crack, in the construction, the place misplaces up and down with thin plate splicing, can avoid the crack of splicing place up/down perforation.But the thin plate two ends is vertical plane, makes that splicing place seam is a vertical joint between the adjacent two thin plate terminations, and two thin plate end matching place walls concretes also might produce local cracks, influence the cracking resistance and the leakage performance of body of wall.
Summary of the invention:
The object of the present invention is to provide a kind of adjacent two thin plate end matching place bodies of wall can not produce the crack resistant steel concrete wall of local cracks.
The object of the present invention is achieved like this, this crack resistant steel concrete wall, comprise body of wall, in the body of wall one or both sides prestressed reinforced concrete thin plate is set, build steel concrete between the thin plate of both sides, the thin plate two ends is non-perpendicular plane, adapts between the adjacent two thin plate terminations, and adjacent two thin plate end matching places are the non-rectilinear seam.
The thin plate two ends is tapered plane, and adjacent two thin plate end matching places are the oblique line seam.
The thin plate two ends is the stairstepping face, and adjacent two thin plate end matching places are stairstepping line seam.
The thin plate two ends is the convex concave face, and adjacent two thin plate end matching places are convex-concave line seam.
Because body of wall one or both sides prestressing force side thin plate two ends is non-perpendicular plane, adapt between the adjacent two thin plate terminations, make that splicing place seam is the non-rectilinear seam between the adjacent two thin plate terminations, two thin plate end matching place walls concretes are difficult for producing local cracks, have improved the cracking resistance and the leakage performance of body of wall.
The present invention is further detailed explanation below in conjunction with drawings and Examples.
Description of drawings:
Fig. 1 thin plate two ends is the tapered plane structural representation
Fig. 2 thin plate two ends is another embodiment of tapered plane
Fig. 3 thin plate two ends is another embodiment of tapered plane
Fig. 4 thin plate two ends is another embodiment of tapered plane
Fig. 5 thin plate two ends is convex concave face structural representation
Fig. 6 thin plate two ends is another embodiment of convex concave face
Fig. 7 thin plate two ends is another embodiment of convex concave face
Fig. 8 thin plate two ends is stairstepping face structural representation
Fig. 9 thin plate two ends is another embodiment of stairstepping face
Figure 10 thin plate two ends is another embodiment of stairstepping face
Figure 11 thin plate two ends is another embodiment of stairstepping face
Figure 12 thin plate two ends is another embodiment of convex concave face
Figure 13 thin plate two ends is another embodiment of convex concave face
Figure 14 thin plate two ends is another embodiment of convex concave face
Figure 15 thin plate two ends is another embodiment of convex concave face
Figure 16 thin plate two ends is another embodiment of convex concave face
Figure 17 thin plate two ends is oblique face the connecting reinforcement structural representation
Figure 18 thin plate two ends is oblique one side the ribs structural representation
Figure 19 cracking resistance body of wall both sides are provided with prestressed reinforced concrete thin-slab structure schematic diagram
The specific embodiment:
With reference to figure 1---Figure 19, this crack resistant steel concrete wall, comprise body of wall, in the body of wall one or both sides prestressed reinforced concrete thin plate 2 is set, build steel concrete between the both sides thin plate 2, thin plate 2 two ends are non-perpendicular plane, and adjacent two thin plates adapt between 2 terminations, be non-rectilinear and join, make that splicing place seam is the non-rectilinear seam between the adjacent two thin plate terminations.Thin plate 2 two ends 3 are tapered plane, and adjacent two thin plate terminations, 3 splicings place are oblique line and join, and splicing place seam is the oblique line seam.Thin plate 2 two ends 6 are the stairstepping face, and adjacent two thin plate terminations, 6 splicings place are the stairstepping line and join, and splicing place seam is a stairstepping line seam.Thin plate two ends 5,4 is the convex concave face, and plush copper 5 is plugged in the groove 4, and adjacent two thin plate terminations, 5,4 splicings place are the convex concave line and join, and splicing place seam is a convex concave line seam 10.Two thin plate termination walls concretes are difficult for producing local cracks, have improved the cracking resistance and the leakage performance of body of wall.
In body of wall one side prestressed reinforced concrete thin plate 2 is set, opposite side is provided with template, puts reinforcing cage between thin plate and the template, concreting 8; Or prestressed reinforced concrete thin plate 2 is set in the body of wall both sides, and put reinforcing cage between the both sides thin plate 2, concreting 8 forms anti-cracking wall.
The thin plate two ends also can curved shape, adapts between the adjacent two thin plate terminations, curved joining, makes that seam is the curve seam between the adjacent two thin plate terminations, also at protection domain of the present invention.
Claims (4)
1, crack resistant steel concrete wall, comprise body of wall, in the body of wall one or both sides prestressed reinforced concrete thin plate is set, build steel concrete between the thin plate of both sides, it is characterized in that: the thin plate two ends is non-perpendicular plane, adapts between the adjacent two thin plate terminations, and adjacent two thin plate end matching places are the non-rectilinear seam.
2, crack resistant steel concrete wall according to claim 1 is characterized in that: the thin plate two ends is tapered plane, and adjacent two thin plate end matching places are the oblique line seam.
3, crack resistant steel concrete wall according to claim 1 is characterized in that: the thin plate two ends is the stairstepping face, and adjacent two thin plate end matching places are stairstepping line seam.
4, crack resistant steel concrete wall according to claim 1 is characterized in that: the thin plate two ends is the convex concave face, and adjacent two thin plate end matching places are convex-concave line seam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100313251A CN100564720C (en) | 2006-03-10 | 2006-03-10 | Crack resistant steel concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100313251A CN100564720C (en) | 2006-03-10 | 2006-03-10 | Crack resistant steel concrete wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101033629A true CN101033629A (en) | 2007-09-12 |
| CN100564720C CN100564720C (en) | 2009-12-02 |
Family
ID=38730356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100313251A Expired - Fee Related CN100564720C (en) | 2006-03-10 | 2006-03-10 | Crack resistant steel concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100564720C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088646A (en) * | 2016-05-21 | 2016-11-09 | 叶长青 | The ruggedized construction of old building |
| CN110206295A (en) * | 2019-02-15 | 2019-09-06 | 浙江中益建材科技有限公司 | A kind of wooden frame bearing plate |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4226061A (en) * | 1978-06-16 | 1980-10-07 | Day Jr Paul T | Reinforced masonry construction |
-
2006
- 2006-03-10 CN CNB2006100313251A patent/CN100564720C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088646A (en) * | 2016-05-21 | 2016-11-09 | 叶长青 | The ruggedized construction of old building |
| CN106088646B (en) * | 2016-05-21 | 2018-07-24 | 叶长青 | The ruggedized construction of old building |
| CN110206295A (en) * | 2019-02-15 | 2019-09-06 | 浙江中益建材科技有限公司 | A kind of wooden frame bearing plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100564720C (en) | 2009-12-02 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20090320 Address after: Kaifu District of Hunan province Changsha city Laodaohe town Peng Lane No. 468 post encoding: 410153 Applicant after: Hunan Gaoling Construction Group Stock Limited Company Address before: Hunan province Changsha Lushan road Hunan University Institute of structure engineering post encoding: 410082 Applicant before: Wu Fangbo |
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| ASS | Succession or assignment of patent right |
Owner name: HUNAN GAOLING CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: WU FANGBO Effective date: 20090320 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091202 Termination date: 20210310 |